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Article

4 Citations

1,322 Views

16 Pages

Prediction of Optimal Design Parameters for Reinforced Soil Embankments with Wrapped Faces Using a GA–BP Neural Network

Yifei Dong,
Jun Yang and
Yiyuan Qin

Appl. Sci.2024, 14(16), 6910;https://doi.org/10.3390/app14166910

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7 August 2024

Under the same geological conditions, the thickness and length of the reinforced strip, the slope ratio of the reinforced embankment, the modulus of elasticity of the fill and the reinforced strip, and the friction angle at the interface between the...

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Article

1 Citations

2,371 Views

23 Pages

Mechanical Responses of Soil-Geosynthetic Composite (SGC) Mass under Failure Load

Meen-Wah Gui,
Truc T. T. Phan and
Thang Pham

Sustainability2022, 14(15), 9629;https://doi.org/10.3390/su14159629

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5 August 2022

There is an increasing awareness on the major benefits of using soil-geosynthetic composite (SGC) to achieve and maintain the stability of earth-filled embankment. Unlike the mechanically stabilized earth wall, the mechanism of the composite mass is...

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